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Study Report

Analyzed File Mount_Legs v3_Mod v2 v90
Version Autodesk Fusion (2.0.20494)
Creation Date 2024-10-28, 18:19:53
Author dulnethweerasinghe

 Report Properties

TitleStudies
Authordulnethweerasinghe

 Simulation Model 1

 Study 9 - Static Stress

 Study Properties
Study Type Static Stress
Last Modification Date 2024-10-28, 15:54:26

 Settings

 General
Contact Tolerance0.05 mm
Remove Rigid Body ModesNo
 Mesh
Average Element Size (% of model size)
  Solids 3
Scale Mesh Size Per Part Yes
  Average Element Size (absolute value) -
Element Order Parabolic
Create Curved Mesh Elements Yes
Max. Turn Angle on Curves (Deg.) 60
Max. Adjacent Mesh Size Ratio 1.5
Max. Aspect Ratio 8
Minimum Element Size (% of average size) 10
 Adaptive Mesh Refinement
Number of Refinement Steps 2
Results Convergence Tolerance (%) 20
Portion of Elements to Refine (%)10
Results for Baseline Accuracyvon Mises Stress

 Materials

ComponentMaterialSafety Factor
Body2Steel, MildYield Strength
Indented Hex Flange Head Machine Screw ANSI B18.6.7M - M5x0.8 x 40 Steel Grade 2 Plain v1:1Steel Grade 2, PlainYield Strength
Indented Hex Flange Head Machine Screw ANSI B18.6.7M - M5x0.8 x 40 Steel Grade 2 Plain v1:2Steel Grade 2, PlainYield Strength
Indented Hex Flange Head Machine Screw ANSI B18.6.7M - M5x0.8 x 40 Steel Grade 2 Plain v1:3Steel Grade 2, PlainYield Strength
Indented Hex Flange Head Machine Screw ANSI B18.6.7M - M5x0.8 x 40 Steel Grade 2 Plain v1:4Steel Grade 2, PlainYield Strength
Hex Flange Nut ANSI B18.2.4.4M - M5 x 0.8 Steel Grade 2H Plain v1:1Steel Grade 2H, PlainYield Strength
Hex Flange Nut ANSI B18.2.4.4M - M5 x 0.8 Steel Grade 2H Plain v1:2Steel Grade 2H, PlainYield Strength
Hex Flange Nut ANSI B18.2.4.4M - M5 x 0.8 Steel Grade 2H Plain v1:3Steel Grade 2H, PlainYield Strength
Hex Flange Nut ANSI B18.2.4.4M - M5 x 0.8 Steel Grade 2H Plain v1:4Steel Grade 2H, PlainYield Strength
 Steel Grade 2, Plain
Density7.750E-06 kg / mm^3
Young's Modulus210000.00 MPa
Poisson's Ratio0.30
Yield Strength393.00 MPa
Ultimate Tensile Strength510.00 MPa
Thermal Conductivity0.056 W / (mm C)
Thermal Expansion Coefficient1.200E-05 / C
Specific Heat480.00 J / (kg C)
 Steel Grade 2H, Plain
Density7.750E-06 kg / mm^3
Young's Modulus210000.00 MPa
Poisson's Ratio0.30
Yield Strength393.00 MPa
Ultimate Tensile Strength510.00 MPa
Thermal Conductivity0.056 W / (mm C)
Thermal Expansion Coefficient1.200E-05 / C
Specific Heat480.00 J / (kg C)
 Steel, Mild
Density7.850E-06 kg / mm^3
Young's Modulus220000.00 MPa
Poisson's Ratio0.275
Yield Strength207.00 MPa
Ultimate Tensile Strength345.00 MPa
Thermal Conductivity0.045 W / (mm C)
Thermal Expansion Coefficient1.200E-05 / C
Specific Heat480.00 J / (kg C)

 Contacts

 Mesh

TypeNodesElements
Solids302761197002

 Load Case1

Solve result of this load case is out of date.

 Results

 Result Summary
NameMinimumMaximum
Safety Factor
Safety Factor (Per Body)1.67415.00
Stress
von Mises0.008 MPa160.812 MPa
1st Principal-114.156 MPa279.58 MPa
3rd Principal-276.36 MPa117.339 MPa
Normal XX-149.80 MPa151.914 MPa
Normal YY-132.084 MPa129.455 MPa
Normal ZZ-247.648 MPa248.799 MPa
Shear XY-32.218 MPa40.054 MPa
Shear YZ-51.571 MPa50.26 MPa
Shear ZX-49.581 MPa52.30 MPa
Displacement
Total0.00 mm0.111 mm
X-0.068 mm0.068 mm
Y-0.085 mm0.085 mm
Z-0.03 mm0.028 mm
Reaction Force
Total0.00 N103.265 N
X-94.468 N78.006 N
Y-39.401 N40.345 N
Z-36.878 N35.935 N
Strain
Equivalent0.000.001
1st Principal-1.090E-070.001
3rd Principal-0.0010.00
Normal XX-5.521E-045.356E-04
Normal YY-2.763E-042.975E-04
Normal ZZ-8.019E-048.014E-04
Shear XY-3.734E-044.643E-04
Shear YZ-6.385E-046.223E-04
Shear ZX-6.139E-046.475E-04
Contact Pressure
Total0.00 MPa256.672 MPa
X-48.935 MPa52.30 MPa
Y-51.571 MPa50.26 MPa
Z-247.648 MPa248.799 MPa
Contact Force
Total0.00 N45.381 N
X-16.178 N15.07 N
Y-17.825 N18.478 N
Z-37.266 N45.18 N
 Safety Factor
 Safety Factor (Per Body)

0.00 8.00

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 Stress
 von Mises

[MPa] 0.008 160.812

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 1st Principal

[MPa] -114.156 279.58

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 3rd Principal

[MPa] -276.36 117.339

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 Displacement
 Total

[mm] 0.00 0.111

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 Load Case2

Solve result of this load case is out of date.

 Constraints

 Fixed2
TypeFixed
UxFixed
UyFixed
UzFixed
 Selected Entities

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 Loads

 Gravity
TypeGravity
Magnitude9.807 m / s^2
X Value0.00 m / s^2
Y Value0.00 m / s^2
Z Value-9.807 m / s^2
 Selected Entities

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 Force6
TypeForce
Magnitude10.00 N
X Value0.00 N
Y Value0.00 N
Z Value-10.00 N
Force Per EntityNo
 Selected Entities

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 Results

 Result Summary
NameMinimumMaximum
Safety Factor
Safety Factor (Per Body)1.67415.00
Stress
von Mises0.008 MPa160.812 MPa
1st Principal-114.156 MPa279.58 MPa
3rd Principal-276.36 MPa117.339 MPa
Normal XX-149.80 MPa151.914 MPa
Normal YY-132.084 MPa129.455 MPa
Normal ZZ-247.648 MPa248.799 MPa
Shear XY-32.218 MPa40.054 MPa
Shear YZ-51.571 MPa50.26 MPa
Shear ZX-49.581 MPa52.30 MPa
Displacement
Total0.00 mm0.111 mm
X-0.068 mm0.068 mm
Y-0.085 mm0.085 mm
Z-0.03 mm0.028 mm
Reaction Force
Total0.00 N103.265 N
X-94.468 N78.006 N
Y-39.401 N40.345 N
Z-36.878 N35.935 N
Strain
Equivalent0.000.001
1st Principal-1.090E-070.001
3rd Principal-0.0010.00
Normal XX-5.521E-045.356E-04
Normal YY-2.763E-042.975E-04
Normal ZZ-8.019E-048.014E-04
Shear XY-3.734E-044.643E-04
Shear YZ-6.385E-046.223E-04
Shear ZX-6.139E-046.475E-04
Contact Pressure
Total0.00 MPa256.672 MPa
X-48.935 MPa52.30 MPa
Y-51.571 MPa50.26 MPa
Z-247.648 MPa248.799 MPa
Contact Force
Total0.00 N45.381 N
X-16.178 N15.07 N
Y-17.825 N18.478 N
Z-37.266 N45.18 N
 Safety Factor
 Safety Factor (Per Body)

0.00 8.00

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 Stress
 von Mises

[MPa] 0.008 160.812

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 1st Principal

[MPa] -114.156 279.58

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 3rd Principal

[MPa] -276.36 117.339

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 Displacement
 Total

[mm] 0.00 0.111

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